The URL can be used to link to this page

Home My WebLink AboutWell Correspondence 702 Avery Street 11/26/2008 12:25 2033890910 AQUATEK LAB PAGE 01/01 V Aquatek Labs 131 Bradley Road-Woodbridge,CT 06525 Water Analysis Report WATER SOURCE: 702 A..VERY STREET - SOUTH WINDSOR, CT NO TREATMENT, FIRST FLOOR HALF BATH SINK TO: RYAN JONES & ELLEN KOZIKOWSKI DATE: 11/23/2008 67 VILLAGE LANE #617 TEST#: G1123802 WETHERSFIELD, CT 062,09 BACTERIOLOGICAL EXAMINATION Total Coliforms Present Absent X Fecal Coliforms Present Absent X PHYSICAL/CHEMICAL EXAMINATION RESULT AL UNITS Turbidity 0..45 5. 0 NTU Color 10 15 Odor N.D. 2 _-- PH 7.3 10 .0 - 6 .4 --- Calcium 5.8 . 5 None mg/L Magnesium 6. 7 None mg/L Hardness 173 . 7 200 mg/L Nitrate Nitrogen 1 ** 9' . ? 10 .0 mg/L Nitrite Nitrogen N.D. 1. 00** mg/L Sulfate 14 . 7 250 . 0 mg/L Sodium 22 . 0 28 . 0 mg/L Chloride 49.1 250.0 nag/L Copper N.D. 1.30** mg/L .Iron N.D. 0 .30 mg/L Manganese N.D. 0 .05 mg/L CONCLUSIONS : Based on the above results, this water was safe for drinking purposes at the time the sample was collected. Sampled By: Thomas Sheehan under the direction of Aquatek Labs. AL = Advisory Level = EPA Maximum Contaminant Level (MCL) or State enforceable standard when value followed by ** . N.D. = None Detected * = exceeds- AL, -see attached sheet = below AL, see attached sheet �/' `'`"'�� David M. Graham, Ph.D. Laboratory Director CT License #PH-0466 Woodbridge ■ Old Saybrook 0 Glastonbury QQMIT��I NUMBER CPR-8 Rev.7(95 PER r j r• 1-8 J1 f--- 3 5 . STATE OF CONNECTICUT ! DEPARTMENT OF CONSUMER PROTECTION REAL ESTATE&PROFESSIONAL TRADES DIVISION WELL DRILLING PERMIT 2( 199 165 Capitol Avenue,Hartford,Connecticut OB 106 FOR LOCATION OF WELL (Town) ( tl (Lot Num"d $ ;1,�^ OF OT SOUTH WINDSOR 702 AVERY ST. rA u, OWNER OF WELL (� INDIVIDUAL BUILDER OTHER(Specify) OWNER'S ADDRESS AL PELLERIN 935 AVERY ST. , S. WINDS WINDSOR, CT. Est.No.of PROPOSED ® DOMESTIC BUSINESS FARM TEST People being- USE OF ESTABLISHMENT WELL served. WELL PUBUC SUPPLY INDUSTRIAL AIR,CONDITIONING S�ER 4 SKETCH OF WELL LOCATION. Locate well with respect to at least two roads,showing distance from intersection and front of lot location of lot to at least two roads Well location on to and to house(if present) 0 " Indicate North - `-'c,p(.r� r x 1AP. u Approximate number of feet from well to nearest source of possible contamination: Sanitary Sewers The undersigned.is aware that upon completion of the well,a"Well Completion Report"containing construction details and information required under Section 25-131 of the 1969 Supplement to the General Statutes must be sent to the owner,the Department of Consumer Protection and the Water Resources Commission on the form provided by the agency. This permit is not valid until all information is filled in and it has been counter-signed by the Director of Health gr hipIagent. LI T( 'nature) - APPLICANTS ADDRESS REGISTRATION NO. P.O. BOX 406 WILLINGTON CT. 42 BY(Town Health OlficerorAgent) DATE �PPROVED � REJECTED REMARKS pea RETURN THIS COPY TO DEPARTMENT OF CONSUMER PROTECTION CPR-9 Rev.7/95 Do NOT fill in STATE OF CONNECTICUT STATE WELL NO. DEPARTMENT OF CONSUMER PROTECTION REAL ESTATE&PROFESSIONAL TRADES DIVISION OTHER NO. WELL DRILLING COMPLETION REPORT 165 Capitol Avenue,Hartford,Connecticut 06106 OWNER NAME ADDRESS AL PELLERIN 935 AVERY ST. , S. WINDSOR, CT. LOCATION (No.d SMsetl (Town) (tot Number) OF WELL 702 .AVERY ST. S. WINDSOR DOMESTIC BUSINESS FARM TEST PROPOSED X ESTABLISHMENT WELL USE OF WELL a PUBLIC a INDUSTRIAL ❑ AIR OTHER SUPPLY CONDITIONING (Specify) DRILLING �ry-�1 ROTARY COMPRESSED CABLE OTHER EQUIPMENT . I.-.r � AIR PERCUSSION 1:1 PERCUSSION � (Specify) CASING LENGTH(fast) DIAMETER(inches) WEIGHT PER FOOT DRIVE SHOE WAS CASING GROUTED? DETAILS 40 6 17.00 ® THREADED Q WELDED ❑ YES ❑ NO. (3 YES ❑ NO YIELD TEST BAILED PUMPED ❑ COMPRESSED AIR HOURS - YIELD(GPM) 5 WATER MEASURE FROM LAND SURFACE-STATIC(Specify feet) DURING YIELD TEST(feet) DmIh of Campleted Well in feet LEVEL 20 .200 265 MAKE. LENGTH OPEN TO AQUIFER(feet)- SCREEN DETAILS SLOT SIZE DIAMETER(inches) IF GRAVEL Diameter of weq GRAVEL SIZE(inches) FROM(feet) TO(feet) PACKED: including gravel pack (ke-) DEPTH FROM LAND TO SURFACE FORMATION DESCRIPTION Sketch exact location of well with distances,tD at least two FEET TO FEET Permanent landmarks 0 6 Topsoil -& Gravel ' \(� 6 30 Gravel. & Clay V" 30 265 Bedrock U(5 l 1 1� If yield was tested at different depths during drilling,list below (y FEET GALLONS PER MINUTE Au J Vs 7. n A oa� DATE WELL COMPLETED PERMIT NO. REGISTRATION NO- DATE OF REPORT DRI nature) 1/12/99 189235 42 1/18/99 AGENCY ENVIROTECH LABORATORY TESTING & CONSULTING 77 COOK HILL ROAD - WINDSOR, CONNECTICUT 06095 MARYELLEN DILUZIO TELEPHONE (860) 688-7249 April 7, 1999 Jane Pellerin 935 Avery St. South Windsor,Ct. 06095 Dear Ms.Pellerin, We have the following to report on the sample submitted to this Laboratory on April 2, 1999. Sample Number: 43337 Mark: water sample collected 4/2/99 by Maria Pellerin from Lot No.-,702 Avery St., South Windsor,Ct. CURRENT MAXIMUM CONTAMINATION TEST PARAMETERS TEST RESULTS LEVELS (MCL) in m ) ODOR NONE NO MCL TURBIDITY 0 NO MCL COLOR 0 NO MCL PH 7.67 NO MCL NITRITE NITROGEN <0.001 1.0 m NITRATE NITROGEN <1.00 10 m CHLORIDE 38 250 m HARDNESS 140 NO MCL IRON <0.05 NO MCL MANGANESE <0.01 NO MCL SODIUM 13.3 NO MCL SULFATE 25 NO MCL BACTERIOLOGICAL EXAM Number of Coliform Bacteria Per 100 mLs(membrane filter) 0 0 All parameters analyzed are below Maximum Contamination Levels(MCL's)for potable water and meet the drinking water standards established by the Conn. State Health Department.The water is considered hard since it contains a hardness well over 100 mg/L. If there are any questions we would be pleased to discuss them with you. Very truly yours, Enviro oratory Maryelle iLuzio PH 0464 cc: Sanitarian PHYSICAL PARAMETERS ODOR; MCL = none, recommended << 2 - Scale 0 = none, 1 = very faint, 2 = faint, 3 = distinct. 4 = decided. 5 = stronq. Good well water should be free of odor. TURBIDITY; MCL = none, recommended < 5 - A measure of particles in the water, usually indicates iron. PH; MCL = none, recommended 6.4 - 10.0 - pH ranqes from 0 - 14. A pH of 7 is neutral , < 7 is acidic, > 7 is basic. A pH less than 6.4 is considered acidic and may be corrosive to pipinq. COLOR; MCL = none, recommended <: 15 - High color usuallv indicates the presence of iron. INORGANIC PARAMETERS NIRITE NITROGEN; MCL 1.0 mq/L - An intermediate breakdown product of orqanic matter. See nitrate comment. NITRATE NITROGEN; MCL 10.0 mq/L - The final completely oxidized staqe of nitrogen. Levels above 10 are known to be harmful to infants. Preqnant/nursinq mothers and parents of infants should consult with a physican. CHLORIDE; MCL 250 mq/L - The non-metallic portion of common salt. Levels above 50 mq/L may indicate undesirably hiqh sodium levels and it also may appreciably increase corrosion rates. Levels above 250 mq/L inpart a salty taste noticeable to most people. HARDNESS; MCL none - A measure of the total calcium and maqnesium in water. Waters over 100 mq/L are described as hard and levels over 250 mq/L are considered very hard. The effect of hardness is to increase the amount of soap necessary to form suds with water. Hiqh levels may also increase scalinq on the inside of water pipes. IRON; MCL none - Above 0.3 mq/L iron may cause staininq to laundry and fixtures. Iron is naturally occurrinq water mineral due to the geology of the area. MANGENESE; MCL none - Above 0.05 mq/L mangense may cause staininq to laundry and fixtures. See iron comment SULFATE; MCL none - A naturally *occurinq substance in water, levels above 250 mq/L may inpart a bitter taste and render a laxative effect. SODIUM; MCL none - A notification level of 28 mq/L has been established for people on low salt diets, hiqh levels may increase the corrosive effect. ORGANIC CHEMICALS VOLATILE ORGANIC CHEMICALS (VOC) - see report for a listing -of__the_i_nd-iv.i-dual--chemica-i MCL_-VOC'-s are---a--qas chro-- - - -- - matographic scan of 58 compounds. This list was de- termined by the Conneticut State Department of Health. These compounds include some of the more commonly found qround water contaminates.